3. Obtain the gage pressure at the center A of the pipe shown. Ignore surface tension effects. Given: Liquid 1 S.G. = 1.5 Liquid 2 S.G. = 3.2 hi = 15 cm h2 = 30 cm h3 = 75 cm с. 452 Ра d. -452 Pa а. 589 Ра b. -589 Pa Liquid 1 Liquid 2 h.

3. Obtain the gage pressure at the center A of the pipe shown. Ignore surface tension effects. Given: Liquid 1 S.G. = 1.5 Liquid 2 S.G. = 3.2 hi = 15 cm h2 = 30 cm h3 = 75 cm с. 452 Ра d. -452 Pa а. 589 Ра b. -589 Pa Liquid 1 Liquid 2 h.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.5P

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Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

3. Obtain the gage pressure at the center A of the pipe shown. Ignore
surface tension effects.
Given: Liquid 1 S.G. = 1.5
Liquid 2 S.G. = 3.2
hi = 15 cm
h2 = 30 cm
h3 = 75 cm
a. 589 Pa
с. 452 Ра
d. -452 Pa
b. -589 Рa
Liquid 1
Liquid 2
X1
h,

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